、指定代表圖： (一） 本案指定代表圖為：第（34)圖。 (二) 本代表圖之元件符號簡單說明： 1·曲線軌道板 2. 曲線滑動子 3. 軸桿 36.基座板 、本案若有化學式時，請揭示最能顯示發明特徵的化學式： 、發明說明： 【發明所屬之技術領域】 、本發明係_-種隔震裝置；制關於—種—般建築物構 ，之防止振動或震動之裝置及機械工程元件之減震器，該裝置 係利用滑動子或滾動子於直線或曲線或複合曲線執道板之滑 動或滾動行為轉垂直載重與上揚力並達到隔震與消能之功 效’利用齒輪與齒條之配合確保隔震裝置移動時上下結構正確 之相關位置。觀水平向H裝置更可加強水平向隔震消能 ^力效’另裝設垂直向之消能裝置，使垂直向之震動也可有效 控制，達到全方位之隔震消能效果。 【先前技術】 台灣位於歐亞板塊與菲律賓板塊相互推擠之處，即所謂環 ίϊϊΐίϊ:屬於地震頻繁之國家，使台灣人民長期活在地 ίίϊίίί中’隨著新耐震設計規範的公布，顯示台灣之隔 緊提升，以符合新規範之要求及達到國内設計 叙"ί 示，目前已知之摩擦單擺隔震支承利用曲面滑 /二二ί能轉換為垂直位能’使其具有隔震與復位之功 月b，並利用&動面摩擦之行為達到消能之效果。 【發明内容】 點，佳之優 震支承之;減X具有抗上揚裝置 ^需要具有摩擦單擺隔 動子或滾動子於直線或曲線i複合曲線軌置發明係利用滑 或滾動子於直線或曲線或複合能之效果，滑動子 可將水平祕轉換為垂直位能，“ "^之&動或滚動行為 歸復於原位，若軌道板皆為直線之震;置 結構之树位置產生非預期之移動 ，2上^ ;減少，易發生結構脫離之危險，為位= ;JSSSSSHS; 置、阻尼消能裝纽轉性消能裝置。另驗垂直震動 ，月^效獲得控制’裝置如橡膠支承座、氣墊及液氣壓彈箸阻 ^支承座之緩衝消能裝置，使本發明達到全方位之隔震消能效 果0 【實施方式】 如第2圖所示，將曲線滑動子(2)裝置於曲線執道板（1) 之曲線執道上，以軸桿(3)之一端穿入曲線滑動子（2)之圓孔 内，另一端則固定於固定板(4)之圓孔内，曲線軌道板〇)即可 以曲線滑動子(2)之滑動行為對固定板(4)產生相對之移動，此 1324203 為單曲線軌道板與單固定板之隔震單元。為避免軸桿(3)產生 單側剪應力及作用力偏心之缺點，如第3圖所示，可增加一組 固定板(4) ’成為單曲線軌道板與雙固定板之隔震單元，或如 第4圖所示，增加一組曲線軌道板(1)，成為雙曲線軌道板與 單固定板之隔震單元。上述隔震單元之軸桿（3)皆固定於固定 板(4) ’為使相同之曲線軌道板(1)可擁有更大之位移量，可將 固定板(4)更換為曲線軌道板（1)，並於新增之曲線軌道板（！） 上裝置曲線滑動子(2)，如第5圖所示即為單曲線軌道板與單The designated representative map: (1) The representative representative of the case is: (34). (2) Brief description of the symbol of the representative figure: 1. Curved track board 2. Curved slider 3. Shaft 36. Base plate, if there is a chemical formula in this case, please reveal the chemical formula that best shows the characteristics of the invention: Description: [Technical field to which the invention pertains] The present invention relates to a vibration isolation device, a device for preventing vibration or vibration, and a shock absorber for mechanical engineering components. The sliding or rolling behavior of the slider or the rolling element on the straight line or the curve or the composite curve is transferred to the vertical load and the upward force to achieve the effect of isolation and energy dissipation. The use of gears and racks ensures that the isolation device moves up and down. The relevant location of the correct structure. The horizontal H-device can enhance the horizontal isolation and energy dissipation. ^Effectively install the vertical energy-dissipating device, so that the vertical vibration can also be effectively controlled to achieve the all-round isolation and energy dissipation effect. [Prior technology] Taiwan is located in the place where the Eurasian plate and the Philippine plate push each other. The so-called ring ϊϊΐ ϊϊΐ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ ϊ Separate lifting to meet the requirements of the new specification and to reach the domestic design design, the currently known friction single pendulum isolation support can be isolated by using the surface sliding/two-two can be converted into vertical energy. And the power of the reset b, and the use of the & moving surface friction to achieve the effect of energy dissipation. [Summary of the Invention] Point, Jiazhi good earthquake support; minus X has anti-uplifting device ^ need to have a friction single pendulum spacer or rolling element in a straight line or curve i composite curve rail set invention using sliding or rolling in a straight line or curve Or the effect of composite energy, the slider can convert the horizontal secret into vertical energy, ""^& or the motion or rolling behavior returns to the original position, if the track plates are all linear shocks; Unexpected movement, 2 on ^; reduction, risk of structural detachment, position = ; JSSSSSHS; setting, damping energy dissipating device, energy dissipating device, vertical vibration, monthly control, device For example, the rubber support seat, the air cushion and the buffering energy dissipating device of the liquid pressure elastic impediment support base can make the invention achieve the all-round isolation and energy dissipation effect. [Embodiment] As shown in Fig. 2, the curve slider ( 2) The device is placed on the curved path of the curve board (1), and one end of the shaft (3) penetrates into the circular hole of the curved slider (2), and the other end is fixed to the circular hole of the fixed plate (4). Inside, the curved track plate 〇) can be the sliding behavior of the curved slider (2) The fixed plate (4) produces relative movement. The 1324203 is a vibration isolation unit for the single curved track plate and the single fixed plate. To avoid the disadvantage of the single side shear stress and the eccentricity of the shaft (3), as shown in Fig. 3 As shown, a set of fixed plates (4) can be added to become a vibration isolation unit for a single curved track plate and a double fixed plate, or as shown in Fig. 4, a set of curved track plates (1) can be added to form a hyperbolic track. The isolation unit of the plate and the single fixed plate. The shaft (3) of the above isolation unit is fixed to the fixed plate (4) 'so that the same curved track plate (1) can have a larger displacement and can be fixed Replace the plate (4) with the curved track plate (1) and install the curve slider (2) on the newly added curved track plate (!). As shown in Figure 5, it is a single curved track plate and single.
曲線軌道板之隔震單元；如第6圖所示即為雙曲線執道板與單 曲線執道板之隔震單元。 ’ 為確保上下皆為曲線執道板（丨）之隔震單元位移時軸桿(3) 與曲線滑動子(2)位置之穩定性，如第7圖與第8圖所示，於 軸桿(3)裝置齒輪(5) ’於曲線軌道板(丨）裴置曲線齒條(6)，藉 由齒輪(5)於上、下曲線齒條(6)之間滾動方可確保移動之穩^ 性。除應用齒輪與齒條之搭配外，如第37圖所示，另可^齒 輪或皮帶輪或滑輪(37)搭配鍊條或皮帶或繩索(38)方★, 可確保位移之穩定性。 ^ 夕Κ 轨道板除了如第9圖所示之曲線執道板⑴The isolation unit of the curved track plate; as shown in Fig. 6, it is the isolation unit of the hyperbolic compulsory board and the single curve obstruction board. 'To ensure the stability of the position of the shaft (3) and the curved slider (2) when the vibration isolation unit of the curved road board (丨) is displaced, as shown in Figures 7 and 8, on the shaft (3) Device gear (5) 'Set the curved rack (6) on the curved track plate (丨), and ensure the stability of the movement by rolling the gear (5) between the upper and lower curved racks (6). ^ Sex. In addition to the application of the gear to the rack, as shown in Figure 37, the gear or pulley or pulley (37) can be matched with a chain or belt or rope (38) to ensure the stability of the displacement. ^ 夕Κ Track board in addition to the curve board as shown in Figure 9 (1)
^ 示，另可使用直線轨道板⑺；或如第11圖 ^ : t曲線軌道板(2斜線1曲線)⑻；或如第12圖 ^動^ 树軌道板(4斜線3曲線)(9)。搭配執道板 -=動子則除第13圖所示之曲線滑動子⑵外，如第14圈所 不使用直線滑動子(1G);或第15 _示 = =動子(57)’其行為則為滾動之方=== 士’為確贿動行為絲動行為之穩紐 動^ 道板與圓柱滾動子之作動方式如 ^告2線軌道板與圓柱滚動子之作動方式;如第18圖二 不’輪式直線軌道板與直線滑動子之作 ，所 所4齒輪式複合曲線軌道板(2斜線i曲“_苐動 作動方式；如第20圖所示為齒輪式複合曲線執道板(4斜線3 曲線)與圓柱滾動子之作動方式。 為避免滑動子或滚動子移動超越有效位移距離時直接撞 擊執道板’如第21圖所示，於曲線執道板(1)之執道兩端終點 裝置緩衝器（15)，使曲線滑動子⑵可先撞擊緩衝器（⑸而不 直接撞擊曲線執道板(1)之執道盡頭。 滑動子或滾動子於執道板之軌道面作動時’為確保橫向位 置^固定，如第22圖所示，使用凹軌曲線滑動子（16)，搭配 如第25圖所示之凸軌曲線軌道板(22);使用凸軌曲線滑動子 (17)，搭配如第26圖所示之凹軌曲線執道板(23);如第23圖 所不，使用T形凹軌曲線滑動子（18)，搭配如第27圖所示之 T形凸軌曲線軌道板(24);使用τ形凸軌曲線滑動子（19)，搭 配如第28圖$示之τ形凹軌曲線軌道板(25)，另滾動子可為 如第24圖所示，使用凹軌圓柱滾動子(2〇)或凸軌圓柱滾動子 (jl)。如第29圖所示為軌道板與滑動子或滾動子之互嵌方式 〒側斷面形狀’除上述之枝^可觀伽誠麟動子(26) 搭配Ω形凸軌曲線執道板(28)仙形凸執曲線滑動子⑽搭 配Ω形凹軌曲線軌道板(29)。 滑動子作動之方式是藉由滑動子與軌道面之摩擦滑動行 為’因此滑動子之滑動面耐摩性與摩擦係數關係著隔震裝置之 使用年限觸能行為，如第3G騎示，將凹曲線耐摩板⑻ 與凸曲線耐摩板⑽裝置於滑動子基座⑽上，如此便可提高 滑動子之耐^性與調整摩擦係數。如第31圖所示，可另裝置 彈性材料或南阻尼材料或彈簧(33)，增加隔震纟置對於衝擊載 重^緩衝縣_整摩擦力之大小。除上述之_板方式外， 上33圓所示，將滾柱(34)或滾珠(35)裝置於曲線 =之圓弧長條形凹槽β，以滾柱(34)錢珠(35) ㈣沐叙之行為；如帛33圖所* ’將滚珠(35)裝置於 曲線⑺動子⑵所加卫之球形凹則，以滾珠㈤之滾動取代 滑動之行為。 如~第34圖所示，上述之隔震單元完成後需搭配基座板 (36)’藉由基座板(36)將1組以上之隔震單元組合而成隔震裝 置，如第34圖、第35圖及第36圖所示，為各式隔震單元較 佳之組合方式，如第38圖、第39圖、第40圖、第41圖、第 42圖及第43圖所示，由於隔震裝置為單向之作動，因此將2 組以上之隔震裝置以交互垂直方式疊加或上下颠倒後疊加，昼 加之隔震裝置便可雙向作動。若不採疊加之方式則可如第44 將2組以上隔震單元之軌道板或固^板以雙向固定座 β為連結，或如第45圖所示，以雙向鉸支承固定座(40) 遞重裝置產生雙向之作動、提高旋轉角度及傳 為使^震裝置同時具有垂直方向之隔震功效，如第46圖 驻斤置橡膠墊或高阻尼橡膠墊(41);或如第47圖所示， 器2如第48圖所示，裝置彈簧(43)及液壓式或 之陪f置ί可當作隔震支承使用外，另外可搭配其他形式 柊g?夕*石獨作為抗上揚裝置使用，如第49圖所示，所 ί所，支ί為早曲面單固定式滾柱隔震支承(45)，或如第5〇 不’搭配之支承為雙曲面式滾柱隔震支承⑽。 動子ΐίί 之外並具有消能之功效，但如使用滾 裝置二m摩二消产效果不足時，則需搭配其他形式之消能 ^用方4 mA所不’為作用板(48)與黏彈性體⑽之黏滯 第52圖所示’使用單向液壓式或 式咖式ίί菁^二哭(’二第:3二所示’使用雙向液壓 式摩拷你) ’如第54圖所示，使用軌道 之效錯由摩擦墊與摩擦板之摩擦行為達消能 是=麾使用移動式摩擦消能裝置⑽，也 疋猎由摩擦墊與摩擦板之摩擦行為達消能 用卜單⑽擦消能裝置(54)，其摩擦板直接貼附 圖所示，使用雙側貼附式摩擦消能裝置 f5)，如第58圖所示，使用旋轉式摩擦消能裝置(56)，利用 軸桿帶觸#形雜娜賴雜撼生雜請為。以上之 f擦消能裝置是_彈_轉力m簧力姐動或液壓 力或磁力施予摩擦塾力量與摩擦板緊密貼合，藉由摩擦塾與摩 擦板產生相對旋轉或相對移動或相對滑動之摩擦行到 能之效果。 一滑動子與執道面之摩擦行為具有消能之效果，如第邱圖 所示軌道板為多段式摩擦係數執道板(6〇)，可使消能之效果具 有更高!^變化性與調整性，針對不同之結構震動週期皆能有i 佳化之消能功效。 另執L板可採如第61圖所示，优用外凸曲綠執道板(63) 或外凸開孔式曲線軌道板(64)，搭配如第6〇圖所示之雙層式 曲線滑動子(61)或雙層式圓柱滾動子(62)，如第62圖、第曰63 圖、第64圖、第65圖、第66圖、第67圖、第68圖及第69 圖所示’為較佳之隔震單元組合方式。 【圖式簡單說明】 第1圖·摩擦单擺隔震支承之組立圖 ^2圖.單曲線軌道板與單固定板之隔震單元組立圖 ，3圖.單曲線軌道板與雙固定板之隔震單元組立圖 ^4圖·雙曲線軌道板與單固定板之隔震單元組立圖 ^ 5圖.單曲線執道板與單曲線軌道板之隔震單元組立圖 =6圖·雙曲線，道板與單曲線執道板之隔震單元組立圖 第7圖·齒輪式單曲線軌道板與單曲線軌道板之隔震單元 組立圖 第8圖·齒輪式雙曲線轨道板與單曲線轨道板之隔震單元 組立圖 第9圖.曲線執道板之立體圖 1324203 圖圖圖圖圖圖圖圖圖圖 圖 圖圖圖 0123456789 ο 123 IX 11 11 11 11 lx n IX 11 11 οώ οώ οώ oxw 第第第第第第第第第第 第 第第第 圖圖圖勤 纺* s t ^ 鮮 示、示、示如 ^ 式式式圓 圓 t t t與 與 ^_3 ^3 J3 c tc 作作作線 線 之之之曲曲 子子-f-l 3 ^fc-i&-線 線 滾滾滑斜 斜 柱柱線(2(4 圓圓直板 板 與與與道圖道圖 I 板板板轨意軌意 A批板iL'立圖道造道線示線示圖子fl 之造it>之之體軌執軌曲式曲式裝動％ 氣於私子子立線線線合方合方組滑t it>故線動動之曲直直複動複動之線轨 机曲曲滑滑子式式式式作式作器曲凹圖 線合合線象t?·輪輪輪輪^/輪之衝軌形體 直—複曲直滾齒齒齒齒子齒子緩凹TiL' 圖圖 體體 立1 之之 )) 線線 曲曲 1 3 線線 圖斜斜圖圖 體(2(4體體 g之 圖子 體動 立ft 曲 動執 線形 曲T 軌與 凸子 與I&- 第24圖· 圖圖圖 5 6 7 2 2 2 第第第 滚 球 之 圓 圖圖Ψ 軌 立立動 凹組組ft 、 之之以 子子子| 動 動動轨 滾圖滑滑凹 柱體線線形 圓立曲曲Tf 執之執軌^ 凸子凹凸⑽ 、動與與道 子滾板板t 動球道道後 滾圓軌^-:^ 柱執線線執 圓凸曲曲凸 軌、執軌形 凹子凸凹Tfl 第28圖. 圖 圖圖®.®.®.w. 29303132333435 第第第 第第第第^, can also use the linear track plate (7); or as shown in Figure 11: t curve track plate (2 oblique line 1 curve) (8); or as shown in Figure 12 ^ ^ ^ tree track plate (4 oblique line 3 curve) (9) . With the obedience board -= mover, except for the curve slider (2) shown in Fig. 13, if the 14th circle does not use the linear slider (1G); or the 15th_show = = mover (57)' The behavior is the rolling side === 士' is the steady movement of the silky act of the bribe act. The actuating method of the track plate and the cylindrical roller is like the action mode of the 2-line track plate and the cylindrical roller; Figure 18 Figure 2 is not a 'wheeled linear track plate and linear slider, the four-gear composite curve track plate (2 oblique line i curved "_ 苐 action mode; as shown in Figure 20 is the gear composite curve Actuation board (4 oblique line 3 curve) and the action of the cylindrical roller. In order to avoid the slider or the roller moving beyond the effective displacement distance, directly hit the obedience board' as shown in Fig. 21, on the curve obstruction board ( 1) At both ends of the obeying device buffer (15), the curve slider (2) can first hit the buffer ((5) without directly hitting the end of the curve obstruction board (1). Slider or roller When the track surface of the track plate is actuated, 'to ensure the lateral position ^ is fixed, as shown in Fig. 22, use the concave track curve slider (16) The convex rail curve track plate (22) as shown in Fig. 25; using the convex curve slider (17), and the concave rail curve board (23) as shown in Fig. 26; as shown in Fig. 23. Use a T-shaped concave track curve slider (18), with a T-shaped convex track curve track plate (24) as shown in Figure 27; use a τ-shaped convex curve curve slider (19), with a figure as shown in Figure 28 Shown as a τ-shaped concave track curve track plate (25), the other roller can be as shown in Fig. 24, using a concave rail cylindrical roller (2 〇) or a convex cylindrical roller (jl). As shown in Fig. 29. It is shown as the interlacing method of the track plate and the slider or the rolling element. The side section shape is the same as the above-mentioned branch. It can be seen by the Jiacheng Linzizi (26) with the omega-shaped convex curve curve board (28) The curve slider (10) is matched with the Ω-shaped concave rail curve track plate (29). The sliding mode is driven by the friction sliding behavior of the slider and the track surface. Therefore, the sliding surface friction resistance and the friction coefficient of the slider are related to the vibration isolation device. The age-appropriate energetic behavior, such as the 3G riding, the concave curve-resistant plate (8) and the convex curve-resistant plate (10) are mounted on the sliding sub-base (10), so that the sliding can be improved. The resistance and the adjustment of the friction coefficient. As shown in Fig. 31, an elastic material or a south damping material or a spring (33) may be additionally provided to increase the magnitude of the isolation force for the impact load. In addition to the above-mentioned _ plate method, as shown by the upper 33 circle, the roller (34) or the ball (35) is placed on the curve of the arc-shaped long groove β, with the roller (34) money beads (35) (4) The behavior of Mu Xu; as shown in Fig. 33, 'The ball (35) is placed on the spherical concave of the curve (7) mover (2), and the sliding behavior is replaced by the rolling of the ball (5). After the above-mentioned isolation unit is completed, it is required to be combined with the base plate (36) to combine one or more isolation units by the base plate (36) to form a vibration isolation device, as shown in Fig. 34, Fig. 35 and Figure 36 shows a preferred combination of various isolation units, as shown in Figures 38, 39, 40, 41, 42 and 43. As a result, more than two sets of isolation devices are superimposed in an interactive vertical manner or superimposed upside down, and the isolation device can be operated in both directions. If the superposition method is not adopted, the track plate or the solid plate of the two or more isolation units may be connected by the two-way fixing seat β as shown in FIG. 44, or as shown in FIG. 45, the fixing seat (40) may be supported by the two-way hinge. The weighting device generates a two-way action, increases the rotation angle, and transmits the shocking device to have a vertical isolation effect, such as a rubber pad or a high damping rubber pad (41) in Fig. 46; or as shown in Fig. 47. As shown in Figure 48, the device spring (43) and the hydraulic or the accompanying f can be used as a vibration isolation support, and can be combined with other forms of 柊g? 夕* stone alone as an anti-uplift The device is used, as shown in Fig. 49, as shown in Fig. 49, the single-fixed roller isolation support (45) of the early curved surface, or the support of the double-curved roller isolation support if the support is not matched (10). The mover ΐίί has the effect of dissipating energy, but if the use of the rolling device is not enough, the other forms of energy dissipation need to be combined with other forms of energy dissipation. 4 mA is not used as the action plate (48) and The viscous of the viscoelastic body (10) is shown in Figure 52. 'Using one-way hydraulic or coffee-style ίί菁^ two crying ('two: 3' shows the use of two-way hydraulic type to copy you) 'as shown in Figure 54 As shown, the effect of using the track is that the friction between the friction pad and the friction plate is up to the energy dissipation = 麾 using the mobile friction energy dissipating device (10), and the friction behavior between the friction pad and the friction plate is used to eliminate energy consumption. (10) an erasing device (54), the friction plate of which is directly attached to the drawing, using a double-sided attached frictional energy dissipating device f5), as shown in Fig. 58, using a rotary friction energy dissipating device (56), Use the shaft to touch the #形娜娜赖杂撼来杂. The above-mentioned f-eliminating device is a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The sliding friction acts to the energy effect. The friction behavior between a slider and the obedient surface has the effect of energy dissipation. For example, the track plate shown in the figure is a multi-stage friction coefficient obstruction plate (6〇), which can make the effect of energy dissipation higher! With the adjustment, the vibration cycle can be improved for different structural vibration cycles. The other L-plate can be used as shown in Fig. 61. It is better to use the outer curved green road plate (63) or the outer convex curved track plate (64), and the double layer type as shown in Fig. 6 Curve slider (61) or double-layer cylindrical roller (62), as shown in Fig. 62, Fig. 63, Fig. 64, Fig. 65, Fig. 66, Fig. 67, Fig. 68 and Fig. 69 Shown as a better combination of isolation units. [Simple diagram of the diagram] Figure 1 · Group diagram of the friction single pendulum isolation support ^ 2 figure. Separate unit of the single-curve track plate and single fixed plate, 3 figure. Single curve track plate and double fixed Vertical isolation unit of the board ^4 figure · Seismic unit group of hyperbolic track board and single fixed board ^ 5 figure. Single-curve board and single-curve track board isolation unit group diagram = 6 ·Double curve, isolation board of single-curve board and single curve board. Figure 7 · Seismic unit of gear-type single-curve track board and single-curve track board. Figure 8 · Gear-type hyperbola Figure 9 of the isolation unit of the track plate and the single curve track plate. Fig. 9 of the curved road plate 1324203 Fig. Fig. Fig. Fig. Fig. Fig. Fig. 0123456789 ο 123 IX 11 11 11 11 lx n IX 11 11 οώ οώ οώ oxw First, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first, first Tc is used as the tune of the line-fl 3 ^fc-i&-line rolling and slanting column column (2 (4 round round slab and AND ROAD) I slab board rail intention rail A batch of board iL' vertical map road line shows line diagram fl of the creation of it> body rail track music type song loading % gas in the private sub-line line方方合方组滑t it>There is a line moving the straight line of the double-reverse double-action double-tracking machine, the track-sliding slider-style type, the curved line, the line-like line, the t?·wheel Wheel ^ / wheel of the rail shape straight - complex straight hobbing teeth tooth teeth slow concave TiL ' Figure body body 1)) line curve 1 3 line diagram oblique diagram body ( 2 (4 body g of the figure of the body movement ft 曲 曲 曲 曲 曲 T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T立立立立动凹组组 ft, 子子子子|Moving dynamic rail rolling diagram slippery concave concave body line linear rounding Tf 执行行^ ^ convex embossing (10), moving and road roller Plate t moving ball road rear rolling round rail ^-:^ Column wire holding circular convex curved rail, rail-shaped concave concave and convex Tfl 28 Fig. Fig.®.®.®.w. 29303132333435 No. First
媢 li 圖換換之·^- A h#7r Lit形立道意更1«-.柱珠震震 tl? ·ι、厂*1 S>M >h k w ^ I T 紐軌示可可彈滾滾隔隔 之 ^3 滑 線 曲 軌 凸 形 T 與 板 道 執 IE·1 線 曲 形 面 斷 側 式 方 喪 互 滾 或 子 滑 料 材 尼 阻 高 或 料 0 ^ 立性 組彈 之與 ψ子 動動 ^^取月媢li 图换换·^- A h#7r Lit-shaped stand-up meaning 1«-.柱珠震震tl? ·ι,厂*1 S>M >hkw ^ IT New Rail Shows Cocoa Rolling Compartment ^3 Sliding line curved rail convex T and board track IE·1 line curved surface side-to-side side sullen roll or sub-sliding material high resistance or material 0 ^ vertical group bomb and scorpion movement ^^月月
圖圖立立aa 置置 裝裝 震震 隔隔 之之 圖圖合合 立立組組 M組板板 ‘. 之之基基 板板圖子子基基 擦擦立勢tr-與與 摩舉組滑滑元元 ·d I I 第36圖. 第37圖. 第38圖. 第39圖. 第40圖. 第41圖. 第42圖. 第43圖. 第44圖. 第45圖. 第46圖. 第47圖. 第48圖. 第49圖. 第50圖. 第51圖. 第52圖. 第53圖. 第54圖. 第55圖. 第56圖. 第57圖. 第58圖. 第59圖. 第60圖. 第61圖. 第62圖. 第63圖. 第64圖. 隔震單元與基座板組合之隔震裝置組立圖 ，輪搭配鍊條或皮帶輪搭配皮帶或滑輪搭配繩索之 組立圖 ’、 隔5單元與基座板組合之隔震裝置疊加組立圖 隔ίΐ元與基座板組合之隔震裝置疊加組立圖 隔f單几與基座板組合之隔震裝置疊加組立圖 隔震ί兀與基座板組合之隔震裝置疊加組立圖 -?予凡與基座板組合之隔震裝置疊加組立圖 ^震單兀與基座良组合之隔震裝置疊加組立 雙向固定座式之隔震裝置組立圖 雙向鉸支承固定座式之隔震裝置組立圖 橡膠塾或高阻尼橡膠墊式之隔震裝置組立圖 氣墊式之隔震裝置組立圖 壓式或彈簧氣壓式阻尼器之隔震裝置組立圖 隔震裝置與單曲面單固定式滚柱隔震支承之搭配 組立圖 隔震裝置與雙曲面滾柱隔震支承之搭配組立圖 巧彈性消能裝置之組立圖 卿 單向液壓式或氣壓式或彈簧式阻尼器之組立圖 雙向液壓式或氣壓式或彈簧式阻尼器之組立圖 軌道式摩擦消能裝置之組立圖 移動式摩擦消能裝置之組立圖 單侧貼附式摩擦消能裝置之組立圖 雙側貼附式摩擦消能裝置之組立圖 旋轉式摩擦消能裝置之組立圖 多段式摩擦係數軌道板之立體圖 雙層式曲線滑動子與雙層式圓柱滾動子之立體圖 1十曲線軌道板與外凸開孔式曲線軌道板之立體 車夕^凸曲線軌道板、雙固定板與雙層式曲線滑動 之隔震單元組立圖 單外凸開？L式曲線執道板、雙固定板與雙層式曲線 滑動子之隔震單元組立圖 v 單外凸曲線執道板、雙外凸曲線軌道板與雙声式 曲線滑動子之隔震單元組立圖 〃日 1324203 第65圖.單外凸開孔式曲線軌道板、雙外凸開孔式曲線執道 板與雙層式曲線滑動子之隔震單元組立圖 第66圖.單外凸曲線軌道板、雙固定板與雙層式圓柱滾動子 之隔震單元組立圖 第67圖.單外凸開孔式曲線軌道板、雙固定板與雙層式圓柱 滾動子之隔震單元組立圖 第68圖·單外凸曲線軌道板、雙外凸曲線轨道板與雙層式圓 柱滾動子之隔震單元組立圖 第69圖·單外凸開孔式曲線軌道板、雙外凸開孔式曲線執道 板與雙層式圓柱滾動子之隔震單元組立圖 【主要元件符號說明】 1. 曲線軌道板 2. 曲線滑動子 3·軸桿 4. 固定板 5. 齒輪 6. 曲線齒條 7. 直線軌道板 8. 複合曲線軌道板(2斜線1曲線) 9·複合曲線軌道板(4斜線3曲線) 1〇·直線滑動子 11·圓柱滾動子 12. 直線齒條 13. 複合曲線齒條(2斜線1曲線） 14. 複合曲線齒條(4斜線3曲線） 15·緩衝器 16·凹轨曲線滑動子 W·凸執曲線滑動子 18. T形凹執曲線滑動子 19· T形凸執曲線滑動子 20.凹軌圓柱滾動子 凸執圓柱滾動子 12 1324203 22. 凸軌曲線執道板 23. 凹軌曲線執道板 24. T形凸執曲線軌道板 25. T形凹執曲線執道板 26. Ω形凹軌曲線滑動子 27. Ω形凸執曲線滑動子 28. Ω形凸軌曲線執道板 29. Ω形凹執曲線執道板 30. 滑動子基座 31. 凹曲線耐摩板 32. 凸曲線耐摩板 33. 彈性材料或高阻尼材料或彈簧 34. 滚柱 35. 滾珠 36. 基座板 37. 齒輪或皮帶輪或滑輪 38. 鍊條或皮帶或繩索 39. 雙向固定座 40. 雙向鉸支承固定座 41. 橡膠墊或高阻尼橡膠墊 42. 氣墊 43. 彈簧 44. 液壓式或氣壓式阻尼器 45. 單曲面單固定式滾柱隔震支承 46. 雙曲面式滚柱隔震支承 47. 黏彈性消能裝置 48. 作用板 49. 黏彈性體 50. 單向液壓式或氣壓式或彈簧式阻尼器 51. 雙向液壓式或氣壓式或彈簧式阻尼器 52. 執道式摩擦消能裝置 53. 移動式摩擦消能裝置 54. 單侧貼附式摩擦消能裝置 55. 雙側貼附式摩擦消能裝置 13 1324203 56. 旋轉式摩擦消能裝置 57. 圓球滚動子 58. 凹執圓球滚動子 59. 凸軌圓球滾動子 60. 多段式摩擦係數執道板 61. 雙層式曲線滑動子 62. 雙層式圓柱滚動子 63. 外凸曲線軌道板 64. 外凸開孔式曲線執道板图图立立aa A set of the installation of the seismic isolation of the map of the erected group of the M group of slabs. The base plate of the base plate of the base of the base rubbed the trend of tr- and with the lift Slide Element·d II Figure 36. Figure 37. Figure 38. Figure 39. Figure 40. Figure 41. Figure 42. Figure 43. Figure 44. Figure 45. Figure 46. Figure 47. Figure 48. Figure 49. Figure 50. Figure 51. Figure 52. Figure 53. Figure 54. Figure 55. Figure 56. Figure 57. Figure 58. Fig. 60 Fig. Fig. 61. Fig. 62. Fig. 63. Fig. 64. Vertical view of the isolation device combined with the isolation unit and the base plate. The wheel is matched with a chain or a pulley with a belt or a pulley and a rope. Figure ', the isolation unit combined with the base plate and the base plate is superimposed. The isolation device is combined with the base plate. The isolation device is superimposed. The vertical separation of the unit and the base plate is combined with the isolation device. The vibration isolation device combined with the base plate is superimposed with the base plate - the combination of the vibration isolation device and the base plate combined with the base plate. The vibration isolation device combined with the vibration unit and the base is superimposed to form a two-way fixed seat. Seismic isolation unit group Two-way hinge support fixed seat type isolation device group vertical view rubber 塾 or high damping rubber pad type isolation device group vertical view air cushion type isolation device group vertical pressure or spring pressure damper isolation device group vertical isolation The device is matched with the single-curved single-fixed roller isolation support. The vertical isolation device and the double-curved roller isolation support are combined with the assembled figure and the elastic energy-dissipating device. The one-way hydraulic or pneumatic or spring Group damper group diagram bi-directional hydraulic or pneumatic or spring type damper group vertical diagram rail type friction energy dissipating device group diagram mobile friction energy dissipating device group diagram single side attachment type friction energy dissipating device Figure two-side attached friction energy dissipating device group vertical rotating friction energy dissipating device group vertical multi-section friction coefficient track plate three-dimensional figure double-layer curve slider and double-layer cylindrical rolling wheel stereo view ten curve track plate The three-dimensional car with the convex open-hole curved track plate, the convex curved track plate, the double fixed plate and the double-layer curved sliding isolation unit group stand out from the picture. L-shaped curved road board, double fixed board and double-layer curved slider isolation unit group diagram v Single convex curve road board, double convex curve track board and double-sound curve slider isolation unit Fig. 1324203 Fig. 65. Single convex curved curved track plate, double convex open curved curve obstructing plate and double-layer curved sliding block isolation unit group figure 66. Single convex curved track The isolation unit of the plate, the double fixed plate and the double-layer cylindrical rolling element is shown in Fig. 67. The single outer convex open type curved track plate, the double fixed plate and the double-layer cylindrical rolling element are separated from each other. Figure · Single convex curve track plate, double convex curve track plate and double-layer cylindrical rolling element isolation unit group diagram Figure 69 · Single convex open hole curved track plate, double convex open hole curve Vertical diagram of the isolation unit of the double-layer cylindrical rolling element [Description of main components] 1. Curved track board 2. Curved slider 3·Shaft 4. Fixed plate 5. Gear 6. Curved rack 7. Straight line Track plate 8. Composite curve track plate (2 oblique line 1 curve) 9·Composite curve track plate (4 Slash 3 curve) 1〇·Linear slider 11·Cylinder roller 12. Linear rack 13. Composite curve rack (2 oblique line 1 curve) 14. Composite curve rack (4 oblique line 3 curve) 15·Buffer 16· Concave track curve slider W · convex curve slider 18. T-shaped concave curve slider 19 · T-shaped convex curve slider 20. concave rail cylindrical roller convex cylindrical roller 12 1224203 22. The slabs of the slabs of the slabs of the slabs of the slabs of the slabs of the slabs of the slabs. Shaped convex curve curve board 29. Omega shape concave curve board 30. Slide sub base 31. Concave curve resistant board 32. Convex curve resistant board 33. Elastic material or high damping material or spring 34. Roller 35 Ball 36. Base plate 37. Gear or pulley or pulley 38. Chain or belt or rope 39. Two-way fixing seat 40. Two-way hinged fixing seat 41. Rubber pad or high damping rubber pad 42. Air cushion 43. Spring 44. Hydraulic or pneumatic damper 45. Single curved single fixed roller isolation support 46. Hyperbolic roller isolation joint 47. Viscoelastic energy dissipating device 48. Action plate 49. Viscoelastic body 50. One-way hydraulic or pneumatic or spring type damper 51. Two-way hydraulic or pneumatic or spring type damper 52. Energy device 53. Mobile friction energy dissipating device 54. Single side attached friction energy dissipating device 55. Double side attached friction energy dissipating device 13 1324203 56. Rotary friction energy dissipating device 57. Ball rolling device 58 Concave ball rolling spring 59. Convex ball rolling roller 60. Multi-section friction coefficient obedient plate 61. Double-layer curved slider 62. Double-layer cylindrical rolling element 63. Convex curved track plate 64 . convex open curve curve board